Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
204 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016
Table 7 - Allowable steel strength for Hilti HIT-V and HAS threaded rods
1
Nominal
anchor
diameter
in.
HIT-V
ASTM A307 Grade A
2
HAS-E
ISO 898 Class 5.8
2
HAS-E B7
ASTM A193 Grade
B7
HAS-R Stainless Steel
ASTM F595 - AISI 304/316 SS
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
3/8
2,185
1,125
2,640
1,360
4,555
2,345
4,555
2,345
(9.7)
(5.0)
(11.7)
(6.0)
(20.3)
(10.4)
(20.3)
(10.4)
1/2
3,885
2,000
4,695
2,420
8,095
4,170
8,095
4,170
(17.3)
(8.9)
(20.9)
(10.8)
(36.0)
(18.5)
(36.0)
(18.5)
5/8
6,075
3,130
7,340
3,780
12,655
6,520
12,655
6,520
(27.0)
(13.9)
(32.6)
(16.8)
(56.3)
(29.0)
(56.3)
(29.0)
3/4
8,750
4,505
10,570
5,445
18,225
9,390
18,225
9,390
(38.9)
(20.0)
(47.0)
(24.2)
(81.1)
(41.8)
(81.1)
(41.8)
7/8
-
-
14,385
7,410
24,805
12,780
24,805
12,780
-
-
(64.0)
(33.0)
(110.3)
(56.8)
(110.3)
(56.8)
1
15,550
8,010
18,790
9,680
32,400
16,690
32,400
16,690
(69.2)
(35.6)
(83.6)
(43.1)
(144.1)
(74.2)
(144.1)
(74.2)
1-1/4
-
-
29,360
15,125
50,620
26,080
50,620
26,080
-
-
(130.6)
(67.3)
(225.2)
(116.0)
(225.2)
(116.0)
1 Steel strength as defined in AISC Manual of Steel Construction (ASD):
Tensile = 0.33 x F
u
x Nominal Area
Shear = 0.17 x F
u
x Nominal Area
2 HIT-V and HAS-E threaded rods are considered brittle steel elements. HIT-V does not comply with percent elongation requirements of
ASTM A307 Grade A steel. HAS-E does not comply with % elongation requirements of ISO 898-1.
Table 8 - Ultimate steel strength for Hilti HIT-V and HAS threaded rods
1
Nominal
anchor
diameter
in.
HIT-V
ASTM A307 Grade A
2
HAS-E
ISO 898 Class 5.8
2
HAS-E B7
ASTM A193 Grade
B7
HAS-R Stainless Steel
ASTM F593 - AISI 304/316 SS
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
3/8
2,905
4,970
2,980
4,495
6,005
3,600
8,140
10,350
6,210
5,040
8,280
4,970
(12.9)
(22.1)
(13.3)
(20.0)
(26.7)
(16.0)
(36.2)
(46.0)
(27.6)
(22.4)
(36.8)
(22.1)
1/2
5,320
8,835
5,300
8,230
10,675
6,405
14,900
18,405
11,040
9,225
14,725
8,835
(23.7)
(39.3)
(23.6)
(36.6)
(47.5)
(28.5)
(66.3)
(81.9)
(49.1)
(41.0)
(65.5)
(39.3)
5/8
8,475
13,805
8,285
13,110
16,680
10,010
23,730
28,765
17,260
14,690
23,010
13,805
(37.7)
(61.4)
(36.9)
(58.3)
(74.2)
(44.5)
(105.6)
(128.0)
(76.8)
(65.3)
(102.4)
(61.4)
3/4
12,545
19,880
11,930
19,400
24,025
14,415
35,125
41,420
24,850
15,055
28,165
16,900
(55.8)
(88.4)
(53.1)
(86.3)
(106.9)
(64.1)
(156.2)
(184.2)
(110.5)
(67.0)
(125.3)
(75.2)
7/8
-
-
-
26,780
32,695
19,615
48,480
56,370
33,825
20,775
38,335
23,000
-
-
-
(119.1)
(145.4)
(87.3)
(215.6)
(250.7)
(150.5)
(92.4)
(170.5)
(102.3)
1
22,715
35,345
21,205
35,130
42,705
25,625
63,600
73,630
44,180
27,255
50,070
30,040
(101.0)
(157.2)
(94.3)
(156.3)
(190.0)
(114.0)
(282.9)
(327.5)
(196.5)
(121.2)
(222.7)
(133.6)
1-1/4
-
-
-
56,210
66,730
40,035
101,755 115,050
69,030
43,610
78,235
46,940
-
-
-
(250.0)
(296.8)
(178.1)
(452.6)
(511.8)
(307.1)
(194.0)
(348.0)
(208.8)
1 Steel strength as defined in AISC Manual of Steel Construction 2nd Ed. (LRFD):
Yield = F
y
x Tensile stress Area
Tensile = 0.75 x F
u
x Nominal Area
Shear = 0.45 x F
u
x Nominal Area
2 HIT-V and HAS-E threaded rods are considered brittle steel elements. HIT-V does not comply with percent elongation requirements of ASTM
A307 Grade A steel. HAS-E does not comply with % elongation requirements of ISO 898-1.
